Hideki Oshita
- Analytical Study On Homogenization Of Permeability In Concrete As A Nonhomogeneous Material. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1999, n. 620 ( 1999). (1999):
- Experimental And Analytical Study On Fracture Energy Of Concrete As A Porous Permeable Material Partially Saturated With Water. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1999, n. 620 ( 1999). (1999):
- Experimental And Analytical Study On Pore Water Pressure Occurring In Concrete Subjected To Cyclic Load In Pre-peak Region. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1999, n. 627 (August 1999). (1999):
- Development Of Autogenous Shrinkage Model Assuming To Be Creep Phenomenon And Its Applicability. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2000, n. 641 (February 2000). (2000):
- Study On Effect Of Pore Water Behavior And Visco-elastic Behavior On Creep Mechanics Of Concrete. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 669 (February 2001). (2001):
- Shape determination of 3-D reinforcement corrosion in concrete based on observed temperature on concrete surface. In: Computers and Concrete, v. 7, n. 1 (February 2010). (2010):
- Pore Structure Modeling Depending on Pore Diameter and Water Migration in a Microscopic Viewpoint. In: Journal of Engineering Mechanics (ASCE), v. 145, n. 2 (February 2019). (2019):
- Water Migration Phenomenon in Concrete in Prepeak Region. In: Journal of Engineering Mechanics (ASCE), v. 126, n. 6 (June 2000). (2000):
- Water Migration Phenomenon in Concrete in Postpeak Region. In: Journal of Engineering Mechanics (ASCE), v. 126, n. 6 (June 2000). (2000):
- Modeling of Water Migration Phenomenon in Concrete as Homogeneous Material. In: Journal of Engineering Mechanics (ASCE), v. 126, n. 5 (May 2000). (2000):
- Water Migration Phenomenon Model in Cracked Concrete. I: Formulation. In: Journal of Engineering Mechanics (ASCE), v. 126, n. 5 (May 2000). (2000):
- Water Migration Phenomenon Model in Cracked Concrete. II: Calibration. In: Journal of Engineering Mechanics (ASCE), v. 126, n. 5 (May 2000). (2000):
- Pore Structure Model of Hydrates Comprising Various Cements and SCMs Based on Changes in Particle Size of Constituent Phases. In: Journal of Advanced Concrete Technology, v. 9, n. 2 ( 2011). (2011):
- Influence of Both Stirrup Spacing and Anchorage Performance on Residual Strength of Corroded RC Beams. In: Journal of Advanced Concrete Technology, v. 9, n. 3 ( 2011). (2011):
- Residual load capacity of corroded reinforced concrete beam undergoing bond failure. In: Engineering Structures, v. 127 (November 2016). (2016):